Građevinar, Vol. 57 No. 09., 2005.
Izvorni znanstveni članak
Behaviour and design of steel frames with eccentric diagonals
Mladen Bulić
Mehmed Čaušević
Sažetak
The structure of the hybrid steel frame, based on frame stiffening with eccentrically linked diagonals, is presented. The behaviour of the most significant frame member segment, called seismic tie, through which the seismic energy is dissipated, is described. A detailed account is given of results obtained by testing frame as a whole and by testing seismic ties regarded as separate segments. In conclusion, the application of this concept is presented, and its use is recommended in the design work based on Eurocode 8-1.
Ključne riječi
steel frame; frame stiffening with eccentric diagonals; ductility; seismic tie; seismic energy; Eurocode 8
Hrčak ID:
9316
URI
Datum izdavanja:
17.10.2005.
Posjeta: 1.172 *